JPH086487B2 - Combined type vibration control / wind control device - Google Patents
Combined type vibration control / wind control deviceInfo
- Publication number
- JPH086487B2 JPH086487B2 JP1008244A JP824489A JPH086487B2 JP H086487 B2 JPH086487 B2 JP H086487B2 JP 1008244 A JP1008244 A JP 1008244A JP 824489 A JP824489 A JP 824489A JP H086487 B2 JPH086487 B2 JP H086487B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- weight
- control
- wind
- control device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は地震や風などの構造物への振動外乱に対し、
構造物の揺れを抑制するための制震・制風装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is directed to a vibration disturbance to a structure such as an earthquake or wind.
The present invention relates to a vibration control / wind control device for suppressing the shaking of a structure.
従来の構造物の制震・制風装置には能動型と受動型が
ある。There are active and passive types of conventional structure vibration control and wind control devices.
能動型の制震・制風装置としては、例えば特開昭62−
268478号公報、特開昭63−156171号公報記載の装置があ
り、構造物の頂部などに重りと加振機を設け、地震や風
などの振動外力や構造物の応答に基づいて、加振機より
重りに制御力を加え、その反力により、構造物の振動を
抑制するものが知られている。As an active type vibration control / wind control device, for example, Japanese Patent Laid-Open No. 62-
There is a device described in Japanese Patent No. 268478 and Japanese Patent Laid-Open No. 63-156171, and a weight and a vibration exciter are provided at the top of a structure, and vibration is generated based on the vibration external force such as an earthquake or wind and the response of the structure. It is known that a control force is applied to a weight from a machine and the reaction force suppresses the vibration of a structure.
一方、受動型の制震・制風装置としては、例えば特開
昭63−114773号公報記載の動吸振器があり、構造物の重
量の1/100程度の質量を有する重りを所定のバネ定数を
有するバネで構造物と連結し、構造物の振動を構造物の
固有周期とほぼ等しい固有周期を有する重りの振動で吸
収することにより、構造物の振動の減衰を図ったものが
ある。また、特開昭63−254247号公報には動吸振器に特
定の固有周期を与えるための連結手段として、バネの代
わりに、吊り材を用い振り子式の動吸振器としたものが
開示されている。On the other hand, as a passive type vibration control / wind control device, for example, there is a dynamic vibration absorber described in Japanese Patent Laid-Open No. 63-114773, and a weight having a mass of about 1/100 of the weight of a structure has a predetermined spring constant. There is a structure in which the vibration of a structure is damped by connecting it to a structure with a spring having a and absorbing the vibration of the structure by the vibration of a weight having a natural period substantially equal to the natural period of the structure. Further, Japanese Patent Application Laid-Open No. 63-254247 discloses a pendulum type dynamic vibration reducer using a suspending material instead of a spring as a connecting means for giving a specific natural period to the dynamic vibration reducer. There is.
能動型の制震・制風装置は受動型の制震・制風装置の
限界を越える制震・制風効果が期待できるが、加振機を
作動させるための外部エネルギーを必要とし、一方受動
型は外部エネルギーを必要としない。Active type vibration control and wind control devices can be expected to have a vibration control and wind control effect that exceeds the limits of passive control and wind control devices, but they require external energy to operate the vibration exciter, while passive control The mold does not require external energy.
したがって、能動型の制震・制風装置の使用は制震・
制風効果を得る点からは望ましいが、外部エネルギーを
用いるため、有事に外部エネルギーの供給が絶たれる
と、制震・制風効果は全く得られないという問題があ
る。Therefore, the use of active vibration control and wind control devices
Although it is desirable from the standpoint of obtaining a wind control effect, it uses external energy, so if the supply of external energy is interrupted in an emergency, there is the problem that no seismic control or wind control effect can be obtained.
本発明はこの点を解決すべく、能動型と受動型を組み
合わせた複合型制震・制風装置を提供するものである。In order to solve this point, the present invention provides a composite type vibration control / wind control device that combines an active type and a passive type.
本発明は制震・制風効果上、その使用が望ましい能動
型制震・制風装置に対し、供給エネルギーが絶たれて効
果が失われてしまうのを防ぐため、受動型制震・制風装
置と組み合わせた複合型制震・制風装置とした。In order to prevent the effect of the present invention from being lost due to the supply energy being cut off, the present invention is intended to prevent the loss of the effect of the active type vibration control / wind control device, which is desirable for its use in view of the vibration control / wind control effect. Combined with the device, it is a combined type vibration control and wind control device.
これはまず、能動型制震・制風装置が作動して制震・
制風効果を与え、万が一の場合にエネルギー供給が不可
能となったときは、受動型制震・制風装置が作動して制
震・制風効果を与えるものである。First of all, this is because the active damping system
In the unlikely event that energy cannot be supplied, the passive type vibration control / wind control device operates to provide the control / wind control effect.
構造物には構造物に対し相対移動可能な重りと、該重
りを構造物の振動およびまたは入力される振動外乱に応
じて加振し、構造物の振動を抑制するための制御力を与
える加振機と、前記重りを構造物に対し振動可能に連結
する連結手段とからなり、前記連結手段には前記重りを
構造物の固有周期と同調する周期を含む少なくとも2種
類の周期で振動させるための切換手段が設けられてお
り、前記加振機が作動しないときには、前記重りと前記
切換手段によって構造物の固有周期と同調させた前記連
結手段とで受動的制震・制風装置としての動吸振器を構
成するようにしている。A weight that can move relative to the structure is applied to the structure, and the weight is excited according to the vibration of the structure and / or the input vibration disturbance, and a control force for suppressing the vibration of the structure is applied. In order to vibrate the weight in at least two kinds of cycles including a cycle in which the weight is oscillatedly connected to the structure so that the weight can vibrate When the vibration exciter does not operate, the weight and the connecting means synchronized with the natural period of the structure by the switching means act as a passive vibration control / wind control device. The vibration absorber is constructed.
連結手段としてはバネなどが用いられ、能動型の制震
・制風時のための周期と受動型の制震・制風時のための
構造物の固有周期と同調する周期を重りに与えるように
する。すなわち、受動型の制震・制風時には制震・制風
を行う構造物の固有周期とほぼ等しい周期で振動するよ
うにすることにより、動吸震器として機能し、能動型の
制震・制風時には重りと構造物の共振を避け、長い周期
とするのが好ましい。A spring or the like is used as the connecting means, and the weight is provided with a period synchronized with the period for active type vibration control / wind control and the natural period of the structure for passive type vibration control / wind control To That is, when passive type vibration control / wind control is performed, it functions as a dynamic absorber by vibrating in a cycle that is approximately equal to the natural period of the structure that controls / controls the wind. It is preferable to avoid the resonance of the weight and the structure during wind, and to set a long cycle.
そのためには、切換手段として、連結手段の途中に介
在し、連結手段に対する拘束状態を可変とした固定装置
などが利用でき、例えば別個の2つのバネの連続状態を
固定装置で固定、解放する構造などが考えられる。ま
た、振り子式の制震・制風装置に適用する場合にはワイ
ヤーロープあるいはチェーンなどの吊り材を多段に設
け、中間を固定、解放する方法などが考えられる。For that purpose, as the switching means, a fixing device or the like which is interposed in the middle of the connecting means and in which the restraint state with respect to the connecting means is variable can be used. For example, a structure in which the continuous state of two separate springs is fixed and released by the fixing device. And so on. Further, when applied to a pendulum type vibration control / wind control device, a method in which a hanging material such as a wire rope or a chain is provided in multiple stages and the middle is fixed and released can be considered.
能動型制震・制風装置の作動が不可能となると、受動
型制震・制風装置が作動を始め、制震・制風機能を維持
することができる。When it becomes impossible to operate the active vibration control / ventilation device, the passive vibration control / ventilation device starts operating and the vibration control / ventilation function can be maintained.
以下、本発明の複合型制震・制風装置の例を添付図面
に基づいて説明する。Hereinafter, an example of the combined vibration control / ventilation device of the present invention will be described with reference to the accompanying drawings.
第1図は複合型制震・制風装置の原理的な構造の一例
を示したもので、重り1(質量)はローラー支持され、
左右へ抑制なく動ける。これに加振機2、バネ4を取り
付け、バネ4はさらに固定装置3を経由して第2のバネ
5と連結され、第2のバネ5は支持台6に連結されてい
る。Fig. 1 shows an example of the basic structure of the combined vibration control and wind control device. The weight 1 (mass) is supported by rollers,
Can move left and right without restraint. A vibrator 2 and a spring 4 are attached to this, and the spring 4 is further connected to the second spring 5 via the fixing device 3, and the second spring 5 is connected to the support 6.
能動型制震・制風装置として利用するときは、固定装
置3を解放することにより、バネ4および第2のバネ5
が連続した長いバネとして機能する。この状態で、加振
機2を作動させれば、能動型制震・制風装置としての機
能が得られる。注意することは重りの質量とバネで決ま
る装置の固有周期の調整を、まず受動型として使用する
重り1とバネ4の組み合わせの場合は、その値を構造物
の周期に合わせ、次に能動型として使用する重り1とバ
ネ4+第2のバネ5の組み合わせの場合は構造物の周期
より長くすることである。When used as an active vibration control / wind control device, by releasing the fixing device 3, the spring 4 and the second spring 5 are released.
Functions as a continuous long spring. In this state, if the vibration exciter 2 is operated, the function as an active vibration control / wind control device can be obtained. It should be noted that the adjustment of the natural period of the device, which is determined by the mass of the weight and the spring, is first adjusted in the case of the combination of the weight 1 and the spring 4, which is used as a passive type, and the value is adjusted to the period of the structure, In the case of the combination of the weight 1 and the spring 4 + the second spring 5 used as, the length is longer than the cycle of the structure.
能動型制震・制風装置の作動が望めない状態のとき
は、固定装置3を固定する。これにより、構造物と重り
1およびバネ4とは共振し、受動型制震・制風装置とし
ての機能が発揮される。When the active vibration control / wind control device cannot be operated, the fixing device 3 is fixed. As a result, the structure resonates with the weight 1 and the spring 4, and the function as a passive vibration control / wind control device is exerted.
なお、固定装置3は自然状態でロックをかけ、これを
外部エネルギーで解放することにより、常時解放状態と
しておけば、外部エネルギー供給が絶たれた場合、直ち
に固定となる。In addition, if the fixing device 3 is locked in a natural state and is released by external energy so that the fixing device 3 is always released, when the external energy supply is cut off, the fixing device 3 is immediately fixed.
第2図は上述の構成の複合制震・制風装置における重
りの移動機構として、重り1に設けた車輪6により、重
り1がレール7に沿って摺動するようにした最も単純な
構造を示したものである。重り1としては、鉄材、無停
電用蓄電池、高架水槽などを利用することができる。FIG. 2 shows a simplest structure in which the weight 1 slides along the rails 7 by the wheels 6 provided on the weight 1 as a mechanism for moving the weight in the combined vibration control / ventilation device having the above-described configuration. It is shown. As the weight 1, an iron material, an uninterruptible storage battery, an elevated water tank, or the like can be used.
第3図は加振機2の一例を示したもので、油圧、電動
のアクチュエーターなどが使用でき、入力される振動外
力あるいは構造物の応答に応じて、コンピューターによ
り制御される。基本的には構造物の振動に対し、重りが
90゜の位相のずれで振動するような制御力を与えるよう
にすればよい。重り1に制御力を加えることにより、構
造物に対し反力が生じ、構造物の振動を低減させること
ができる。第4図の例は加振機2を凹部を有する重り1
の内側に納めて、スペースの節約を図ったものである。FIG. 3 shows an example of the vibration exciter 2. A hydraulic or electric actuator or the like can be used, and it is controlled by a computer in accordance with the input external vibration force or the response of the structure. Basically, the weight is
It suffices to provide a control force that oscillates with a 90 ° phase shift. By applying the control force to the weight 1, a reaction force is generated with respect to the structure, and the vibration of the structure can be reduced. In the example of FIG. 4, the vibrator 2 is a weight 1 having a recess.
It is stored inside the to save space.
第5図は固定装置3の一例として、ロッド8とロッド
8に設けた荷重受け9の溝10に係合するストップリング
11を組み合わせた装置を示したものである。FIG. 5 shows, as an example of the fixing device 3, a stop ring that engages with a groove 10 of a rod 8 and a load receiver 9 provided on the rod 8.
11 shows a device in which 11 are combined.
常時はストップリング11が先端のバネ12によって、ロ
ッド荷重受け9の溝10に係合して、キーの役目をし、ロ
ッド8は固定状態となっている。Normally, the stop ring 11 is engaged with the groove 10 of the rod load receiver 9 by the spring 12 at the front end to function as a key, and the rod 8 is fixed.
地震を感じたり、風による振動が大きくなると、第6
図に示す油圧ジャッキ13が作動し、ストップリング11を
押し広げる。そのため、ロッド8は解放状態となり、自
由に移動できる。If you feel an earthquake or the vibration from the wind increases,
The hydraulic jack 13 shown in the figure operates to push the stop ring 11 wide. Therefore, the rod 8 is released and can move freely.
異常状態が発生して加振機2が作動しなくなると、油
圧ジャッキ13への油圧の供給も停止され、油圧の低下に
よりストップリング11を押し広げる力がなくなり、バネ
12によってストップリング11は押され、ロッド荷重受け
9の溝10に係合し、キーとなって、ロッド8は固定状態
となる。When an abnormal state occurs and the vibration exciter 2 does not operate, the supply of hydraulic pressure to the hydraulic jack 13 is also stopped, and the force of pushing the stop ring 11 out due to the decrease in hydraulic pressure disappears,
The stop ring 11 is pushed by 12 and engages with the groove 10 of the rod load receiver 9 to serve as a key, so that the rod 8 is fixed.
第7図〜第9図は固定装置3の他の例を示したもの
で、ロッド14に適当な枚数の板材15を設け、板材15をブ
レーキ16で固定または解放する。ブレーキ16は常時はバ
ネ材などで固定し、地震時に電気または油圧など外部駆
動力によってブレーキ16を解除して、ロッド14の移動を
自由にする。7 to 9 show another example of the fixing device 3, in which an appropriate number of plate members 15 are provided on the rod 14 and the plate members 15 are fixed or released by the brakes 16. The brake 16 is always fixed with a spring material or the like, and the brake 16 is released by an external driving force such as electricity or hydraulic pressure at the time of an earthquake to allow the rod 14 to move freely.
第10図は他の応用例として、多段振り子式複合制震・
制風装置の例を示したものである。重り21は吊り材24お
よび第2の吊り材25によって支持フレーム26から吊り下
げられ、振り子となっている。吊り材24、25の中間には
固定装置23が設置されている。Fig. 10 shows another application example of multi-stage pendulum type combined seismic control.
It is an example of a wind control device. The weight 21 is suspended from a support frame 26 by a suspending member 24 and a second suspending member 25 to form a pendulum. A fixing device 23 is installed between the hanging members 24 and 25.
加振機22による能動型制震・制風装置としての作動を
行うときは、固定装置23を解放することにより、重り21
は長い振り子となる。加振機22への供給エネルギーが絶
たれると同時に固定装置23のロック解放エネルギーも失
われ、固定装置23が固定状態となり、重り21は短い振り
子となる。短い振り子の周期を構造物の固有周期に合わ
せておけば、受動型制震・制風装置として作動する。When the vibration exciter 22 operates as an active vibration control / wind control device, the weight of the weight 21 is released by releasing the fixing device 23.
Becomes a long pendulum. At the same time that the energy supplied to the shaker 22 is cut off, the lock release energy of the fixing device 23 is also lost, the fixing device 23 becomes fixed, and the weight 21 becomes a short pendulum. If the period of the short pendulum is adjusted to the natural period of the structure, it will operate as a passive vibration control device.
なお、加振機22は受動型制震・制風装置として作動し
ているときは装置に減衰を与えるので、この値を制震・
制風効果上最適な減衰値としておく。In addition, since the vibration exciter 22 provides damping to the device when it is operating as a passive vibration control / wind control device, this value is
Set the optimum damping value for the wind control effect.
第11図および第12図は重りの吊り方法の具体例を示し
たもので、滑車27を利用してワイヤーロープなどの吊り
材24により吊っている。この例は1段の例であるが、本
発明の制震・制風装置のように2段の場合も同様の構造
を用いることができる。重り21としては上述の実施例の
場合と同様、鉄材、無停電用蓄電池、高架水槽などを利
用することができる。11 and 12 show a specific example of a method for suspending a weight, in which a pulley 27 is used to suspend a suspending member 24 such as a wire rope. Although this example is a one-stage example, a similar structure can be used in the case of two stages such as the vibration control / ventilation device of the present invention. As the weight 21, as in the case of the above-described embodiment, an iron material, an uninterruptible storage battery, an elevated water tank, or the like can be used.
第13図は油圧式の加振機の一例を概略的に示したもの
である。FIG. 13 schematically shows an example of a hydraulic type vibration exciter.
この例では加振機22としてのアクチュエーターに、第
14図に示すような遮蔽弁28が設けられている。遮蔽弁28
は常時はバネ29で開放状態にあり、能動型制震・制風装
置として作動するときには、バネ29の付勢力に逆らう油
圧により閉じるようになっている。制震・制風装置の異
常により油圧がなくなると、遮蔽弁28は開放され、アク
チュエーター右側(左側)の作動油は遮蔽弁28を通っ
て、左側(右側)へ流れ込む。そのときの遮蔽弁28の開
度により、流量抵抗がでるので、受動型制震・制風装置
として機能するとき、加振機22としてのアクチュエータ
ーが振り子の重り21に対するダンパーとして作用する。In this example, the actuator as the shaker 22
A shutoff valve 28 as shown in FIG. 14 is provided. Shut-off valve 28
The spring is normally opened by the spring 29, and is closed by hydraulic pressure against the biasing force of the spring 29 when operating as an active vibration control / wind control device. When the hydraulic pressure disappears due to an abnormality of the vibration control / ventilation device, the shielding valve 28 is opened, and the hydraulic oil on the right side (left side) of the actuator flows through the shielding valve 28 to the left side (right side). Since the flow resistance is generated depending on the opening degree of the shutoff valve 28 at that time, when functioning as a passive vibration control / wind control device, the actuator as the vibration exciter 22 acts as a damper for the weight 21 of the pendulum.
第15図は電動式の加振機の一例を示したもので、電動
機30の回転をネジ31により、ロッド32の直線運動に変換
する構造となっている。電動機30の回転はそのままでは
速すぎるのと、負荷が大きいため、ギヤ33により回転数
調節および回転力拡大を行う。FIG. 15 shows an example of an electric vibrator, which has a structure in which the rotation of the electric motor 30 is converted into a linear movement of a rod 32 by a screw 31. Since the rotation of the electric motor 30 is too fast as it is and the load is large, the rotation speed is adjusted and the rotational force is increased by the gear 33.
加振機22と重り21は第16図に示すように単純に連結し
てもよいが、第17図および第18図に示すように重り21に
凹部34を設け、加振機22を凹部34内に納めるようにすれ
ば、スペースの節約が図れる。The shaker 22 and the weight 21 may be simply connected as shown in FIG. 16, but the weight 21 is provided with a recess 34 as shown in FIGS. You can save space if you put it inside.
固定装置23については、例えば前述した第6図や第7
図〜第9図の固定装置3と同様のものを使用することが
できる。Regarding the fixing device 23, for example, FIG. 6 and FIG.
It is possible to use the same device as the fixing device 3 of FIGS.
本発明の複合型制震・制風装置によれば、何らかの原
因により、能動型の制震・制風装置の作動が停止した場
合にも、そのまま受動型の制震・制風装置として機能す
るため、構造物の振動抑制効果を維持し、これにより居
住者の揺れに対する恐怖感を低減し、また揺れによる構
造物内の機器類の機能障害を防止し、さらには構造物の
損傷をも低減することができる。According to the composite type vibration control / ventilation device of the present invention, even if the operation of the active type vibration control / ventilation device is stopped for some reason, it still functions as the passive type vibration control / ventilation device. Therefore, the vibration suppression effect of the structure is maintained, thereby reducing the fear of occupants' shaking, preventing the functional damage of the equipment inside the structure due to the shaking, and also reducing the damage of the structure can do.
また、機械的には重りと加振装置を連結するバネなど
の連結手段に、切換手段としての固定装置などを介在さ
せるだけの簡単な構造で、上記の効果を容易に達成する
ことができる。Further, mechanically, the above effect can be easily achieved with a simple structure in which a fixing device or the like as a switching device is interposed in a connecting device such as a spring that connects the weight and the vibration device.
第1図は本発明の複合型制震・制風装置の一例を示す原
理図、第2図は第1図の実施例における重り摺動機構の
具体例を示す側面図、第3図および第4図はそれぞれ加
振機の一例を示す側面図、第5図は固定装置の一例を示
す断面図、第6図は固定装置に使用するストップリング
の正面図、第7図は固定装置の他の例を示す鉛直断面
図、第8図は第7図のI−I断面図、第9図は第7図の
固定装置におけるロッドと板材部分の斜視図である。 第10図は本発明の複合型制震・制風装置を振り子式制震
・制風装置に応用した場合の一例を示す原理図、第11図
および第12図はそれぞれ重りの吊り方法の具体例を示す
側面図および正面図、第13図は油圧式の加振機の構造の
概要を示す断面図、第14図は第13図の加振機の遮断弁の
構造を示す断面図、第15図は電動式の加振機の一例を示
す斜視図、第16図は加振機と重りの接合方法の一例を示
す側面図、第17図および第18図は加振機と重りの接合方
法の他の例を示す側面図および正面図である。 1……重り、2……加振機、3……固定装置、4……バ
ネ、5……第2のバネ、6……車輪、7……レール、8
……ロッド、9……荷重受け、10……溝、11……ストッ
プリング、12……バネ、13……油圧ジャッキ、14……ロ
ッド、15……板材、16……ブレーキ、17……ベアリン
グ、 21……重り、22……加振機、23……固定装置、24……吊
り材、25……第2の吊り材、26……支持フレーム、27…
…滑車、28……遮蔽弁、29……バネ、30……電動機、31
……ネジ、32……ロッド、33……ギヤ、34……ガイド、FIG. 1 is a principle view showing an example of the combined vibration control / wind control device of the present invention, FIG. 2 is a side view showing a specific example of the weight sliding mechanism in the embodiment of FIG. 1, FIG. 3 and FIG. FIG. 4 is a side view showing an example of an exciter, FIG. 5 is a sectional view showing an example of a fixing device, FIG. 6 is a front view of a stop ring used for the fixing device, and FIG. FIG. 8 is a vertical sectional view showing an example of FIG. 8, FIG. 8 is a sectional view taken along the line II of FIG. 7, and FIG. 9 is a perspective view of a rod and a plate member portion in the fixing device of FIG. FIG. 10 is a principle view showing an example in which the combined type vibration control / ventilation device of the present invention is applied to a pendulum type vibration control / ventilation device, and FIGS. 11 and 12 are specific examples of the method of suspending a weight. FIG. 13 is a side view and a front view showing an example, FIG. 13 is a sectional view showing an outline of the structure of a hydraulic vibrator, FIG. 14 is a sectional view showing a structure of a shutoff valve of the vibrator of FIG. FIG. 15 is a perspective view showing an example of an electric vibration exciter, FIG. 16 is a side view showing an example of a method for joining the shaker and the weight, and FIGS. 17 and 18 are joining the shaker and the weight. It is a side view and a front view showing other examples of a method. 1 ... weight, 2 ... vibrator, 3 ... fixing device, 4 ... spring, 5 ... second spring, 6 ... wheel, 7 ... rail, 8
…… Rod, 9 …… Load receiver, 10 …… Groove, 11 …… Stop ring, 12 …… Spring, 13 …… Hydraulic jack, 14 …… Rod, 15 …… Plate, 16 …… Brake, 17 …… Bearings, 21 ... weights, 22 ... vibrators, 23 ... fixing devices, 24 ... hanging materials, 25 ... second hanging materials, 26 ... support frames, 27 ...
… Pulley, 28 …… shut-off valve, 29 …… spring, 30 …… electric motor, 31
…… Screw, 32 …… Rod, 33 …… Gear, 34 …… Guide,
Claims (2)
りを構造物の振動およびまたは入力される振動外乱に応
じて加振し、構造物の振動を抑制するための制御力を与
える加振機と、前記重りを構造物に対し振動可能に連結
する連結手段とからなり、前記連結手段には前記重りを
構造物の固有周期と同調する周期を含む少なくとも2種
類の周期で振動させるための切換手段が設けられてお
り、前記加振機が作動しないときには、前記重りと前記
切換手段によって構造物の固有周期と同調させた前記連
結手段とで受動的制震・制風装置としての動吸振器を構
成するようにした複合型制震・制風装置。1. A weight movable relative to a structure and a vibration applied to the weight according to the vibration of the structure and / or an input vibration disturbance to provide a control force for suppressing the vibration of the structure. The vibration exciter and the connecting means for connecting the weight to the structure so that the weight can vibrate. The connecting means vibrates the weight in at least two types of cycles including a cycle in synchronization with the natural cycle of the structure. When the vibration exciter does not operate, the weight and the connecting means synchronized with the natural period of the structure by the switching means are provided as a passive vibration control / wind control device. A composite type vibration control and wind control device that is configured as a dynamic vibration absorber.
在し、連結手段に対する拘束状態を可変とした固定装置
である請求項1記載の複合型制震・制風装置。2. The combined vibration-damping / wind-control device according to claim 1, wherein the switching means is a fixing device that is interposed in the middle of the connecting means and has a variable restraint state with respect to the connecting means.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1008244A JPH086487B2 (en) | 1989-01-17 | 1989-01-17 | Combined type vibration control / wind control device |
| US07/465,951 US5025599A (en) | 1989-01-17 | 1990-01-16 | Compound seismic response and wind control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1008244A JPH086487B2 (en) | 1989-01-17 | 1989-01-17 | Combined type vibration control / wind control device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02190579A JPH02190579A (en) | 1990-07-26 |
| JPH086487B2 true JPH086487B2 (en) | 1996-01-24 |
Family
ID=11687733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1008244A Expired - Lifetime JPH086487B2 (en) | 1989-01-17 | 1989-01-17 | Combined type vibration control / wind control device |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US5025599A (en) |
| JP (1) | JPH086487B2 (en) |
Families Citing this family (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5233797A (en) * | 1988-10-06 | 1993-08-10 | Ishikawajima-Harima Heavy Industries Co., Ltd. | Vibration damping system |
| US5255764A (en) * | 1989-06-06 | 1993-10-26 | Takafumi Fujita | Active/passive damping apparatus |
| JP2659588B2 (en) * | 1989-06-06 | 1997-09-30 | 三菱製鋼株式会社 | Passive / active switching type vibration damping device |
| JP2671904B2 (en) * | 1989-08-04 | 1997-11-05 | 鹿島建設株式会社 | Bolted elasto-plastic dampers and building joints |
| NZ238798A (en) * | 1990-08-30 | 1993-11-25 | Mitsubishi Heavy Ind Ltd | Low height long period pendulum damping equipment for tall buildings |
| US5491938A (en) * | 1990-10-19 | 1996-02-20 | Kajima Corporation | High damping structure |
| US5168673A (en) * | 1991-01-17 | 1992-12-08 | Nemir David C | Method and apparatus for damping vibrations |
| JPH086493B2 (en) * | 1991-05-29 | 1996-01-24 | 鹿島建設株式会社 | Vibration control device for structures |
| JP2927573B2 (en) * | 1991-06-11 | 1999-07-28 | 辰治 石丸 | Structure damping device |
| US5347771A (en) * | 1991-06-20 | 1994-09-20 | Kajima Corporation | High damping device for seismic response controlled structure |
| JP2546465B2 (en) * | 1992-01-28 | 1996-10-23 | 鹿島建設株式会社 | Vibration control device for structures |
| US5526609A (en) * | 1994-01-28 | 1996-06-18 | Research Foundation Of State University Of New York | Method and apparatus for real-time structure parameter modification |
| US5713163A (en) * | 1995-01-19 | 1998-02-03 | Ishikawajima-Harima Heavy Industries Co. Ltd. | Vibration damping apparatus |
| CA2167441C (en) * | 1995-01-19 | 2005-07-05 | Masao Mutaguchi | Vibration damping arrangement for cable car |
| US5984062A (en) * | 1995-02-24 | 1999-11-16 | Bobrow; James E. | Method for controlling an active truss element for vibration suppression |
| US5592791A (en) * | 1995-05-24 | 1997-01-14 | Radix Sytems, Inc. | Active controller for the attenuation of mechanical vibrations |
| US6098969A (en) * | 1998-08-17 | 2000-08-08 | Nagarajaiah; Satish | Structural vibration damper with continuously variable stiffness |
| WO2003029842A2 (en) * | 2001-10-03 | 2003-04-10 | The Penn State Research Foundation | Active floor vibration control system |
| US20040118057A1 (en) * | 2002-12-09 | 2004-06-24 | Sanders Royden C. | Siesmic sensitive mass motion power converter for protecting structures from earthquakes |
| JP5336148B2 (en) * | 2008-10-24 | 2013-11-06 | 株式会社竹中工務店 | Damping device and building having damping device |
| US8857110B2 (en) * | 2011-11-11 | 2014-10-14 | The Research Foundation For The State University Of New York | Negative stiffness device and method |
| JP5878137B2 (en) * | 2013-02-14 | 2016-03-08 | 日立Geニュークリア・エナジー株式会社 | High-order vibration damping device |
| US9206616B2 (en) | 2013-06-28 | 2015-12-08 | The Research Foundation For The State University Of New York | Negative stiffness device and method |
| JP6537379B2 (en) * | 2015-07-08 | 2019-07-03 | 大成建設株式会社 | Vibration control device |
| JP6787643B2 (en) * | 2015-08-21 | 2020-11-18 | Thk株式会社 | Upper and lower seismic isolation device |
| ES3039358A1 (en) * | 2024-04-19 | 2025-10-20 | Univ Del Pais Vasco / Euskal Herriko Unibertsitatea | METHOD AND SYSTEM FOR CONTROLLING THE INCLINATION OF AN OSCILLATING STRUCTURE |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU591562A1 (en) * | 1976-06-17 | 1978-02-05 | Государственный Институт По Проектированию,Исследованию И Испытанию Стальных Конструкций И Мостов "Укрпроектстальконструкция" | Dynamic damper of structure vibrations |
| SU808626A1 (en) * | 1979-05-24 | 1981-02-28 | Ордена Трудового Красного Знаменицентральный Научно-Исследовательскийи Проектный Институт Строительныхметаллоконструкций | Dynamic oscillation damper |
| SU1035315A1 (en) * | 1982-02-18 | 1983-08-15 | Центральный Ордена Трудового Красного Знамени Научно-Исследовательский Институт Строительных Конструкций Им.В.А.Кучеренко | Device for reducing object oscillations |
| JPS58160411A (en) * | 1982-03-16 | 1983-09-22 | 三菱電機株式会社 | Vibration control apparatus |
| JPS5997341A (en) * | 1982-11-22 | 1984-06-05 | Mitsubishi Electric Corp | Device for restraining vibration of structural body |
| JPS60164520A (en) * | 1984-02-08 | 1985-08-27 | Mitsubishi Electric Corp | Earthquake resisting device |
| JPS6288836A (en) * | 1985-10-09 | 1987-04-23 | Mitsubishi Electric Corp | Seismic isolation device |
| JPH0615895B2 (en) * | 1985-10-09 | 1994-03-02 | 三菱電機株式会社 | Seismic isolation device |
| US4807840A (en) * | 1985-10-18 | 1989-02-28 | Baker George S | Tuned mass damping system and method |
| US4799339A (en) * | 1986-05-16 | 1989-01-24 | Kajima Corporation | Method of controlling building against earthquake |
| JPS63280158A (en) * | 1987-05-12 | 1988-11-17 | カヤバ工業株式会社 | Control start method of vibration control apparatus |
-
1989
- 1989-01-17 JP JP1008244A patent/JPH086487B2/en not_active Expired - Lifetime
-
1990
- 1990-01-16 US US07/465,951 patent/US5025599A/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02190579A (en) | 1990-07-26 |
| US5025599A (en) | 1991-06-25 |
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